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y� <br />'L <br />230 <br />220 <br />210 <br />200 <br />O <br />0 <br />+ <br />O <br />M. <br />U) <br />190 <br />#40 <br />SMH STA 0+h0 <br />RIM = 215.52 <br />INV. IN= 208.71 HOUSE) <br />INV. 11\1=2084 PARKER) <br />INV. OUT =208. 2 <br />RIM 214.85 <br />INV IN =21C <br />INV. OUT =2t <br />#41 <br />#50 <br />#48 <br />215.43 #42 <br />N= 210.53 <br />OUT =210 53 <br />CB O +OOE <br />RIM 14.96 <br />INV. 1 = 209.86 D H) <br />INV IN 2 �8" PVC =207.97 <br />I 1 PVC) 210.27 <br />NV.I = 207.98 <br />2-8" PVC PARALLEL <br />1 -15 PVC DRAIN <br />DMH \ <br />RIM = 213.17 <br />INV. IN= 207.32 - <br />INV. OUT= 207.27 <br />2 +00 <br />GARAGE <br />CB <br />RIM = 212.62 <br />#49 L, (NO PIPE FND) <br />0 +5 <br />RIM= 215.23 <br />INV. IN(15" RCP)= 208.49 <br />INV. OUT (2 -8" PVC) =208.47 <br />INV. OUT (15" PVC)= 210.90 <br />CLEANOUT MH STA 3 +96 <br />RIM= 214.61 <br />INV. OUT =21 1.32+ <br />#47 <br />1 '-mil <br />PLAN <br />SCALE: 1 " = 40' <br />0 +00 1 +00 2 +00 3 +00 <br />PROFILE <br />SCALE: 1 " =40' HORIZ <br />1 " =4' VERT <br />+ EXISTING SMH <br />o BROKEN UP A <br />IN PLACE <br />230 <br />220 <br />210 <br />200 <br />V <br />�I <br />ll <br />a <br />> <br />z <br />190 <br />CENTER PLAYFIELDS <br />RESTROOM BUILDING <br />FLOOR SLAB =215.61± <br />230 <br />220 <br />210 <br />200 <br />W <br />0 <br />o� <br />CD <br />� <br />Q N <br />�u <br />m� <br />U F <br />190 <br />CLARKE <br />STREET <br />(EAST) <br />CLARKE <br />STREET <br />I� <br />I <br />I <br />1 <br />C � o <br />=0.006 <br />CP <br />I <br />INSULATION INSTALI.ED <br />TOP OF PIPE ONLY <br />o <br />I'- 0 <br />1 N O <br />N cy <br />STA 2 +02 TO STA <br />3 +93 <br />d j it <br />w <br />om> <br />APPROXIMATE <br />10 lo� <br />10 rl <br />DI <br />LID a <br />CV�� <br />0 1 <br />of of ° <br />aowll <br />Cd .. <br />�� <br />u nzz= <br />_!5 <br />EXISTING GRADE <br />C4-00 <br />zzZZz <br />v <br />- <br />U <br />- <br />INSULATION <br />w <br />(SEE NOTE 1) <br />o� <br />I� <br />Q <br />° <br />co <br />z <br />x <br />ul <br />3 <br />j <br />SEE NOTE 2 <br />o <br />a <br />w <br />� <br />� <br />ar <br />I <br />w <br />° <br />> <br />( S =O. <br />104 6 S DI <br />0 <br />S= 0.0040 <br />8 "S D1 <br />SEE NOTE 3 <br />1 <br />a <br />H <br />I <br />Li <br />Z <br />A <br />a <br />y <br />T <br />m <br />Q <br />N <br />� <br />z <br />W <br />� <br />2 <br />I <br />a <br />z <br />O <br />1 <br />I <br />a <br />g <br />cy)I <br />(n <br />U) <br />� <br />+ <br />O <br />O <br />r� <br />N <br />O <br />01 <br />CL <br />Q <br />M <br />O 0 a? <br />N <br />� <br />T <br />m <br />m oo <br />aON <br />° <br />W <br />m rnm <br />+ ON <br />�1 <br />cl, <br />Q <br />N NII <br />m <br />0 <br />z, <br />04 <br />0 <br />j <br />,.°. <br />Q <br />w <br />zz <br />> <br />ZZ <br />U <br />0 +00 1 +00 2 +00 3 +00 <br />PROFILE <br />SCALE: 1 " =40' HORIZ <br />1 " =4' VERT <br />+ EXISTING SMH <br />o BROKEN UP A <br />IN PLACE <br />230 <br />220 <br />210 <br />200 <br />V <br />�I <br />ll <br />a <br />> <br />z <br />190 <br />CENTER PLAYFIELDS <br />RESTROOM BUILDING <br />FLOOR SLAB =215.61± <br />230 <br />220 <br />210 <br />200 <br />W <br />0 <br />o� <br />CD <br />� <br />Q N <br />�u <br />m� <br />U F <br />190 <br />CLARKE <br />STREET <br />(EAST) <br />APPROXIMATE <br />EXISTING GRADE <br />I� <br />I <br />I <br />1 <br />C � o <br />=0.006 <br />CP <br />I <br />1 -51" 5R" <br />VC <br />P <br />PARALLEL <br />I <br />o <br />I'- 0 <br />1 N O <br />N cy <br />6 it (-4 <br />II p <br />d j it <br />w <br />om> <br />w 1 a <br />10 lo� <br />10 rl <br />DI <br />LID a <br />CV�� <br />0 1 <br />of of ° <br />aowll <br />Cd .. <br />�� <br />u nzz= <br />_!5 <br />Izz - -O <br />C4-00 <br />zzZZz <br />v <br />- <br />c )Ezzz <br />-- <br />- <br />0 +00 <br />PROFILE <br />SCALE: 1 " =40' HORIZ <br />1 " =4' VERT <br />Palo] <br />220 <br />r_ <br />210 <br />1 <br />200 <br />190 <br />1+00 <br />-� D -5.85' <br />L =iZ5' <br />\ R <br />F RM 87.85 #12 <br />I <br />NV. IN =81.55 <br />OUT =81.35 <br />MH <br />#10 <br />S 3 7 DMH <br />RIM =88.10 RIM =88.30 <br />N =82.70 (SERVICE) INV, [N= 81.90, <br />1N= 82.68 INV. dUT =81.80 <br />N OUT =82.62 <br />6 "g PV <br />#34 <br />STIMSON RD <br />SERVICE CONNECTION , <br />IN Si1MSON RD. <br />REMOVE EXISTING MANHOLE AND <br />REPLACE WITH PROPOSED MANHOLE <br />(TYP.) <br />ao <br />I <br />0 <br />O 000 <br />00 6I^ <br />MN z <br />V) 0 Z <br />0 +00 <br />_ CB <br />RIM =87.49 <br />INV. IN =80. <br />I NV. 0 UT =81 44 <br />SERVICE #33 <br />CONNECTION <br />IN STIMSON RD. <br />5.9' <br />15.0' <br />#16 <br />#20 <br />` -� STA 1+36 <br />FER CO 8 <br />FERNCO 8 CLA INV. =83A <br />TO 8" PVC <br />1 <br />>K R Hv <br />SMH STA 1 <br />RIM =90.60 <br />INV. IN =83.80 <br />INV. OUT =83.E <br />SID- #26 <br />SMH STA 0 +78 <br />RIM =88.65 <br />NV. IN =83. 7 ( ROSS <br />INV. IN =82.93 <br />INV. OUT =82.85 <br />F#219 <br />PLAN <br />SCALE: 1 " = 40' <br />1 +00 <br />PROFILE <br />SCALE: 1 " =40' HORIZ <br />1"=41 VERT <br />#22 #24 <br />TO 8" PVC <br />m� <br />n <br />0 <br />C <br />NOTES: <br />1. INSULATION SHALL BE INSTALLED ON THE SEWER PIPE <br />WHEN DEPTH OF COVER IS LESS THAN 4 FEET. <br />2. GRAVITY SEWER PIPE FROM STATION 0 +00 TO STATION <br />3 +96 CLARKE STREET SHALL BE DUCTILE IRON OR <br />APPROVED EQUAL. <br />3. WHEN DEPTH OF GRAVITY SEWER IS LESS THAN 4 FEET, <br />ADDITIONAL COMPACTED CRUSHED STONE BASE SHALL BE <br />INSTALLED BENEATH THE SEWER PIPE TO A DEPTH OF 5 FEET. <br />UNLESS OTHERWISE INDICATED, ADDITIONAL CRUSHED STONE <br />SHALL BE INCIDENTAL TO CONSTRUCTION OF THE PROJECT. <br />4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY <br />QUANTITY AND LOCATION OF ALL SEWER SERVICE <br />CONNECTIONS PRIOR TO EXCAVATION. <br />90 <br />REMOVE EXISTING 8" VC SEWER AND <br />- REPLACE WITH PROPOSED 8 "S PVC <br />SEWER FROM STA 0+00 TO 1 +32 <br />1 80 <br />( <br />FERNCO 8" CLAY <br />TO 8" PVC <br />40 20 0 40 80 <br />4 2 0 4 8 <br />HORIZONTAL SCALE: 1 " =40' <br />VERTICAL SCALE: 1 " =4' <br />RECORD DRAWING <br />COPYRIGHT 2011 WESTON & SAMPSON <br />a <br />So <br />° <br />0 <br />U <br />C � o <br />O N <br />O 1 <br />co v <br />a <br />q <br />To: <br />° <br />o <br />0 <br />o" m <br />I <br />22 3 <br />=Yi C 3 <br />v <br />w <br />Q <br />° <br />co <br />z <br />° <br />o <br />o <br />a <br />w <br />ov <br />O <br />ar <br />w <br />° <br />> <br />0 <br />m <br />w <br />Li <br />Z <br />a <br />y <br />T <br />m <br />Q <br />� <br />z <br />W <br />a <br />Q <br />2 <br />a <br />z <br />O <br />a <br />g <br />T <br />m <br />s <br />(n <br />U) <br />� <br />O <br />O <br />01 <br />CL <br />N <br />� <br />T <br />m <br />° <br />W <br />a <br />o <br />Q <br />m <br />04 <br />0 <br />0 <br />o <br />° <br />^z <br />0 <br />mo <br />d <br />Q <br />mw <br />r�- <br />Lo <br />Yz <br />U <br />®M <br />+ -}- <br />r <br />mm <br />w <br />� <br />z <br />V) < <br />o <br />Lu <br />V) <br />>- <br />LL <br />L+J O <br />m <br />o <br />v� <br />0 <br />F-0 <br />o O <br />o <br />N <br />® + O <br />o <br />® + <br />+ <br />o <br />2� <br />®zN <br />2E <br />>- <br />0 � <br />o <br />Oo <br />(n UQ <br />ZWQ <br />N <br />0< <br />N <br />W�� <br />z <br />zz <br />Q <br />O <br />a <br />o <br />0 <br />axv)m <br />z <br />Q <br />w <br />t�Ytn <br />Q <br />L�J <br />con <br />N <br />v_� <br />i <br />.I <br />oU <br />z <br />� <br />0 <br />0 <br />Q <br />U <br />O <br />1 <br />O <br />O <br />® <br />r <br />o <br />z <br />w <br />J <br />SHEET 6 of 7 <br />a <br />